Flexural behavior of high strength concrete filled high strength square steel tube

Varma, 2002, Seismic behavior and modeling of high-strength composite concrete-filled tube (CFT) beam-columns, J. Constr. Steel Res., 58, 725, 10.1016/S0143-974X(01)00099-2 Varma, 2002, Experimental behavior of high strength square concrete-filled steel tube beam-columns, J. Struct. Eng., 128, 309, 10.1061/(ASCE)0733-9445(2002)128:3(309) Liu, 2003, Ultimate capacity of high-strength rectangular concrete-filled steel hollow section stub columns, J. Constr. Steel Res., 59, 1499, 10.1016/S0143-974X(03)00106-8 Gho, 2004, Flexural behavior of high-strength rectangular concrete-filled steel hollow sections, J. Constr. Steel Res., 60, 1681, 10.1016/j.jcsr.2004.03.007 Liu, 2005, Axial load behavior of high-strength rectangular concrete-filled steel tubular stub columns, Thin-Walled Struct., 43, 1131, 10.1016/j.tws.2005.03.007 Young, 2006, Experimental investigation of concrete-filled cold-formed high strength stainless steel tube columns, J. Constr. Steel Res., 62, 484, 10.1016/j.jcsr.2005.08.004 Muris, 2006, Behavior and design of fabricated high strength steel columns subjected to biaxial bending part1: experiments, Adv. Steel Constr., 2, 286 Muris, 2006, Behavior and design of fabricated high strength steel columns subjected to biaxial bending part 2: analysis and design codes, Adv. Steel Constr., 2, 314 Choi, 2008, Simplified P–M interaction curve for square steel tube filled with high-strength concrete, Thin-Walled Struct., 46, 506, 10.1016/j.tws.2007.10.008 Chung, 2012, Prediction of hysteretic behavior of high-strength square concrete-filled steel tubular columns subjected to eccentric loading, Int. J. Steel Struct., 12, 243, 10.1007/s13296-012-2008-8 Jung, 2012, The behavior of high-strength square steel tube columns filled with concrete, Adv. Sci. Lett., 13, 146, 10.1166/asl.2012.3899 Chung, 2013, Experimental and analytical investigation of high-strength concrete-filled steel tube square columns subjected to flexural loading, Steel Compos. Struct., 14, 133, 10.12989/scs.2013.14.2.133 Guler, 2014, Comparative study on square and circular high strength concrete-filled steel tube columns, Adv. Steel Constr., 10, 234 Li, 2014, High-strength concrete filled high-strength steel tube finite element analysis of stub column under axial compressive load Patel, 2014, Numerical analysis of high-strength concrete-filled steel tubular slender beam-columns under cyclic loading, J. Constr. Steel Res., 92, 183, 10.1016/j.jcsr.2013.09.008 Kim, 2013, Eccentric axial load capacity of high-strength steel-concrete composite columns of various sectional shapes, J. Struct. Eng., 140, 04013091, 10.1061/(ASCE)ST.1943-541X.0000879 Zhong, 1994, The unified theory of concrete filled steel tube (CFST), Harbin Archit. Civ. Eng. Inst., 12, 21 Han, 2004 Han, 2007, Performance of concrete-filled thin-walled steel tubes under pure torsion, Thin-Walled Struct., 45, 24, 10.1016/j.tws.2007.01.008 FIP, 1993 AISC, 1999 Architectural Institute of Japan (AIJ), 1997 Eurocode 4 (EC4), 2004 GB50936-2014, 2014